Effect of non-structural masonry brick infill walls on the robustness of a RC framed building severely damaged due to a landslide

Author:

Barros MarianaORCID,Cavaco EduardoORCID,Neves Luís,Júlio Eduardo

Funder

Portugal 2020

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference41 articles.

1. Ronan point apartment tower collapse and its effect on building codes;Pearson;J Perform Constr Facil,2005

2. Why did world trade center collapse?–simple analysis;Bazant;Arch Appl Mech,2001

3. Case study: damage of an RC building after a landslide—inspection, analysis and retrofitting;Tiago;Eng Struct,2010

4. Robustness of corroded reinforced concrete structures – a structural performance approach;Cavaco;Struct Infrastruct Eng.,2013

5. Murty C, Jain SK. Beneficial influence of masonry infill walls on seismic performance of RC frame buildings. In: 12th World Conference on Earthquake Engineering (Auckland, New Zealand, January 30), 2000.

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